Optimization of the concrete through the addition of nanosilice, using aggregates of the cantera de Añashuayco de Arequipa
Abstract: The present research work is developed using the experimental study to evaluate concrete elaborated with aggregates from the Añashuayco quarry (Peru), with the addition of Nanosilica containing micro-fine nanoparticles of amorphous silica dioxide (SiO2). Nanosilica has pozzolanic propertie...
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Pontificia Universidad Católica de Chile. Departamento de Ingeniería y Gestión de la Construcción
2021
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oai:scielo:S0718-507320210001000712021-05-28Optimization of the concrete through the addition of nanosilice, using aggregates of the cantera de Añashuayco de ArequipaCaballero Arredondo,P.W.Damiani Lazo,C. A.Ruiz Pico,Á.A. Nanosilica Strength Compression Permeability. Abstract: The present research work is developed using the experimental study to evaluate concrete elaborated with aggregates from the Añashuayco quarry (Peru), with the addition of Nanosilica containing micro-fine nanoparticles of amorphous silica dioxide (SiO2). Nanosilica has pozzolanic properties that upon contact with water reacts with the hydrated cement to form more C-S-H particles (GEL). This reduces the porosity by partially filling the pores to refine the structure, and therefore gives us a higher compressive strength. This study’s recommendation is to implement it into low-rise and low-cost housing construction.The microstructure properties of the cement paste are improved with the addition of nanosilica. Nanoparticles have high specific surface areas, and their surfaces are very active; an intense pozzolanic reaction between nanosilica and CH would accelerate the pozzolanic reactions between SiO2 and water molecules. Therefore, the smaller the pore volume, the higher the compressive strength and water absorption capacity of nanosilica-modified pastes. The pore volume decreased along with the dosage increase of nanosilica. The cement-sand mixture without nanosilica shows a porous structure, after 7 days of curing.info:eu-repo/semantics/openAccessPontificia Universidad Católica de Chile. Departamento de Ingeniería y Gestión de la ConstrucciónRevista ingeniería de construcción v.36 n.1 20212021-04-01text/htmlhttp://www.scielo.cl/scielo.php?script=sci_arttext&pid=S0718-50732021000100071en10.4067/S0718-50732021000100071 |
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English |
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Nanosilica Strength Compression Permeability. |
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Nanosilica Strength Compression Permeability. Caballero Arredondo,P.W. Damiani Lazo,C. A. Ruiz Pico,Á.A. Optimization of the concrete through the addition of nanosilice, using aggregates of the cantera de Añashuayco de Arequipa |
description |
Abstract: The present research work is developed using the experimental study to evaluate concrete elaborated with aggregates from the Añashuayco quarry (Peru), with the addition of Nanosilica containing micro-fine nanoparticles of amorphous silica dioxide (SiO2). Nanosilica has pozzolanic properties that upon contact with water reacts with the hydrated cement to form more C-S-H particles (GEL). This reduces the porosity by partially filling the pores to refine the structure, and therefore gives us a higher compressive strength. This study’s recommendation is to implement it into low-rise and low-cost housing construction.The microstructure properties of the cement paste are improved with the addition of nanosilica. Nanoparticles have high specific surface areas, and their surfaces are very active; an intense pozzolanic reaction between nanosilica and CH would accelerate the pozzolanic reactions between SiO2 and water molecules. Therefore, the smaller the pore volume, the higher the compressive strength and water absorption capacity of nanosilica-modified pastes. The pore volume decreased along with the dosage increase of nanosilica. The cement-sand mixture without nanosilica shows a porous structure, after 7 days of curing. |
author |
Caballero Arredondo,P.W. Damiani Lazo,C. A. Ruiz Pico,Á.A. |
author_facet |
Caballero Arredondo,P.W. Damiani Lazo,C. A. Ruiz Pico,Á.A. |
author_sort |
Caballero Arredondo,P.W. |
title |
Optimization of the concrete through the addition of nanosilice, using aggregates of the cantera de Añashuayco de Arequipa |
title_short |
Optimization of the concrete through the addition of nanosilice, using aggregates of the cantera de Añashuayco de Arequipa |
title_full |
Optimization of the concrete through the addition of nanosilice, using aggregates of the cantera de Añashuayco de Arequipa |
title_fullStr |
Optimization of the concrete through the addition of nanosilice, using aggregates of the cantera de Añashuayco de Arequipa |
title_full_unstemmed |
Optimization of the concrete through the addition of nanosilice, using aggregates of the cantera de Añashuayco de Arequipa |
title_sort |
optimization of the concrete through the addition of nanosilice, using aggregates of the cantera de añashuayco de arequipa |
publisher |
Pontificia Universidad Católica de Chile. Departamento de Ingeniería y Gestión de la Construcción |
publishDate |
2021 |
url |
http://www.scielo.cl/scielo.php?script=sci_arttext&pid=S0718-50732021000100071 |
work_keys_str_mv |
AT caballeroarredondopw optimizationoftheconcretethroughtheadditionofnanosiliceusingaggregatesofthecanteradeanashuaycodearequipa AT damianilazoca optimizationoftheconcretethroughtheadditionofnanosiliceusingaggregatesofthecanteradeanashuaycodearequipa AT ruizpicoaa optimizationoftheconcretethroughtheadditionofnanosiliceusingaggregatesofthecanteradeanashuaycodearequipa |
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